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A7�TAIM l.16511*3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 NN 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS, <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />S17E A <br />DESCRIPTION <br />REMARK <br />0 <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />IBBI <br />DESCRIPTION <br />fc (psi) <br />SIZE'H <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />MASONRY <br />30DO <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />NSB <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFP <br />LOAD <br />/►�J► <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />Mw <br />e4t7o <br />W12-0 1 <br />w4wa <br />1 mNas I <br />W26M <br />I wow I <br />e7a4w <br />I TYPE <br />LENGTH <br />MIB <br />RCAIU <br />TYPE <br />LENGTH <br />*$-IT <br />SWU <br />IM34T <br />4M2HT <br />WWIT <br />VlW <br />WM-IT <br />MMV <br />WA4-IT <br />V3W <br />WS4T <br />4Pw2T <br />eFaatt <br />ewasr <br />TO (42') PRECAST <br />2211 <br />T-0' (42') PRECAST <br />1025 <br />1024 <br />16BB <br />g4' (42� PREGA8T <br />INS <br />aw <br />=4 <br />4m <br />awe <br />6132 <br />7w1 <br />»w <br />aew <br />wN <br />4w4 <br />as <br />em <br />70N1 <br />4'-W (4S•) PRECAST <br />INS <br />441- On PRECAST <br />786 <br />763 <br />1309 <br />4'4- M PRECAST <br />,we <br />aw <br />SM <br />3B» <br />4m <br />eel# <br />wa <br />taw <br />27w <br />Nw <br />NU <br />4m <br />eea <br />eon <br />4'4' (54') PRECAST <br />1689 <br />4'4' (64) PRECAST <br />592 <br />501 <br />1073 <br />w-r (Be) PRECAST <br />12w <br />tow <br />2W <br />em <br />4w2 <br />4711 <br />wM <br />t20'7 <br />a1N <br />2m <br />a» <br />4W <br />471t <br />wle <br />w-w (64.) PRECAST <br />1217 <br />s-• (er) PRECAST <br />411 <br />411 <br />745 <br />Ste' (64") PRECAST <br />14% <br />7 <br />a74 <br />2W <br />aw <br />3W <br />4w2 <br />tote <br />171N <br />2m <br />SIN <br />ale <br />ewt <br />4m <br />B-1fr f►PI PRECAST <br />ides <br />s•10` (m') PRECAST <br />34D <br />S99 <br />616 <br />B-7P (70") PRECASTSIN <br />a°a <br />2W <br />aea <br />4133 <br />m <br />tew <br />aw <br />2m <br />3f07 <br />Sew <br />47D <br />Q4' (7r) PRECAST <br />906 <br />SO (M PRECAST <br />507 <br />721 <br />490 <br />84• (78� PRECAST <br />m <br />= <br />Sat <br />m <br />m <br />MR <br />twe <br />ewe <br />nw <br />3201 <br />37» <br />r4' (90') PRECAST <br />74S <br />r4' (96') PRECAST <br />424 <br />834 <br />363 <br />r4' (90") PRECAST <br />7n <br />1 <br />an <br />ewa <br />727 <br />»N <br />»N <br />20fe <br />2W <br />Zen <br />ew <br />9'd' (112') PRECAST <br />g54 <br />V4' (112") PRECAST <br />SM <br />512 <br />230 <br />9'-4 (112') PRECAST <br />4N <br />In <br />tt <br />14N <br />tN <br />2fw <br />2w0 <br />wt <br />w2 <br />rate <br />tea <br />1w6 <br />tow <br />ate <br />1V4' (126') PRECAST <br />475 <br />10'4' (12" PRECAST <br />2M <br />401 <br />180 <br />10'4' (12e') PRECAST <br />wa <br />a» <br />ttw <br />tw1 <br />t <br />art <br />ew <br />m <br />I- <br />t4R <br />Im <br />2016 <br />296 <br />11'•4" (13r) PRECAST <br />862 <br />11'-' (13W) PRECAST <br />200 <br />452 <br />154 <br />11'-M (13r) PRECAST <br />4ri <br />aN <br />m <br />ton <br />fa <br />f <br />17w <br />4N <br />ON <br />1m <br />»a <br />1N6 <br />21P <br />17-V (1u0 PRECAST <br />397 <br />174' (1400 PRECAST <br />944 <br />402 <br />197 <br />174• (144� PRECAST <br />m <br />we <br />7N <br />bw <br />11 <br />1 <br />1. <br />470 <br />ON <br />m <br />1302 <br />1 <br />1 <br />an <br />ITW (160) PRECAST <br />290 <br />13W (160") PRECAST <br />217 <br />324 <br />110 <br />IT-C (190") PRECAST <br />4fa <br />30 <br />w7 <br />tm <br />6N <br />1 <br />1 <br />4a <br />4w <br />1w <br />IIW <br />»t <br />t <br />tw7 <br />IWO (169� PRECAST <br />279 <br />14'4• (W PRECAST <br />206 <br />TA3 <br />100 <br />14'-0' (166') PRECAST <br />aN <br />ae <br />On <br />724 <br />m <br />»2D <br />410 <br />4a <br />717 <br />"a <br />t <br />f <br />tw7 <br />14'-6' (17'8') PPFATRESM <br />NA <br />14'•F (176•) PRESTRESSED <br />NA <br />=4 <br />91 <br />14'4' (176•) PRESTRESSED <br />a0 <br />Ne <br />3N <br />m <br />' <br />w3 <br />� <br />m <br />ea <br />m <br />» <br />Hat <br />17N <br />1" (184') PREN Rfi1SED <br />N.R. <br />1" (1841 PRE <br />N.R. <br />260 <br />93 <br />154' (184') PRESTRESSED <br />24 <br />m <br />N3 <br />3w <br />40 <br />6» <br />w7 <br />on <br />701 <br />at <br />fwb <br />tew <br />irW On PRFS11E88ED <br />MR <br />tr1' Uae1 PR�TRE88ED <br />NR <br />194 <br />M <br />1r4• (20C) PRE <br />to <br />in <br />2w <br />3N <br />4w <br />m <br />wt <br />74o <br />m <br />m <br />12H <br />m <br />»73 <br />19-C Mn PRIG <br />MR <br />1W-C W2) PRF8TAE48ED <br />N.R. <br />148 <br />52 <br />184' M21 PRESTO <br />in <br />in <br />2a <br />m <br />Ne <br />4a <br />M7 <br />w <br />547 <br />w1 <br />en <br />To <br />Ha <br />21'4" (75e7 PpF81RE'98� <br />RR <br />21'-C (256") PRE <br />NR <br />126 <br />42 <br />21V' Wn PRE87 <br />w <br />1a <br />!2 <br />m <br />w7 <br />m <br />in <br />sr <br />40 <br />n1 <br />m <br />ow <br />bw <br />1Na <br />274• (264) PRESTRESSED <br />NR <br />2r-W 12641 PRESTRESS® <br />NA <br />118 <br />40 <br />274• (26'19 PR <br />far <br />1w <br />2e6 <br />m <br />4w <br />w <br />NO <br />in <br />IN <br />2n <br />170 <br />m <br />ar <br />613 <br />an <br />er <br />416 <br />ew <br />4w <br />w <br />w7 <br />34'-V Mn PRESITmw <br />N.R. <br />24'4' MnPRBTREBBEO <br />N.R <br />91 <br />33 <br />24'-0" (2ee9 PRESTRESSED <br />1N <br />as <br />Ne <br />4w <br />ew <br />7w <br />m <br />-- ------ <br />+» <br />2ao <br />-- - <br />4w <br />----- <br />eN <br />--- <br />eN <br />Iw7t <br />-- --- <br />12n <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />FIELD ADDED <br />ARE PERCENT <br />REBAR. <br />ALL VALUES TAKEN FROM `SAFE LOAD TABLES' BY CAB'T'CRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS •PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF W W&OPB6NG <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DN1810N ACCEPTANCE#: 18-0128.03 <br />0000�0� <br />OD®Omm� <br />am0000m <br />0�00��0 <br />m0000�0 <br />mooQ!!�*�,Q'! <br />0m00�00 <br />mmomo <br />mmovomo <br />mmm00�7�p!� <br />om®oo�!c <br />�ommoo�-!ter_! <br />DO0m000 <br />D�m0�00 <br />DOmOm00 <br />O�DOm00 <br />©omomov <br />��m0�m0 <br />®�m0��0 <br />©00000� <br />D�G70000 <br />�0000�� <br />000���11� <br />,1, a, a., ...,• 8F16-iT/OMIOB �..� < �a ,...., �, .,:. u. �...,..8Fi6-1TIOM/OB <br />8F16-1T/OMIOB .9'�; <br />F r r r <br />a " GT m i <br />o, vs <br />2 <br />>a <br />F <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. V-8", UNO. <br />3 <br />I I <br />L-----� <br />�yR � <br />a� <br />Rw <br />8F8- <br />f 1T/OM/OB 4. <br />e <br />r <br />- <br />r <br />�N <br />F <br />ti y <br />k <br />8F28-iT/OM/OB <br />8F8- -- <br />. 8F16-1T/OM/OB <br />: <br />iTlOMlOB <br />gg <br />R <br />In <br /># <br />LIFT BEAM PLAN_ <br />SCALE: 1/4"- 1'-0" <br />1441 N. RONALD RFAGAN BLVD <br />IONGW000, FL 32760 <br />PHI: 407-7748078 <br />FAX: 407-774-0078 <br />wt#w.abdelsigngroup.com <br />AA #: 000332E _ J <br />P <br />v� <br />4Dpp <br />FR <br />6 <br />�O <br />li <br />S <br />,mot <br />LL <br />aysa><v k RAT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #8 <br />PROJECTp <br />04181.00 —02081 <br />uoaEL4 <br />4EAB <br />"1672—ARI9" <br />cwiswaa awixt3: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 KPH EXP. C <br />D g`. 09/12/19 <br />a>HEET <br />s2 <br />